Rotational performance of Resilient Slip Friction Joint (RSFJ) as a new damage free seismic connection

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dc.contributor.author Zarnani, P en
dc.contributor.author Valadbeigi, A en
dc.contributor.author Hashemi, Ashkan en
dc.contributor.author Darani, FM en
dc.contributor.author Yousef-Beik, SMM en
dc.contributor.author Bagheri, H en
dc.contributor.author Quenneville, Pierre en
dc.coverage.spatial Seoul, Republic of Korea en
dc.date.accessioned 2019-02-26T22:42:55Z en
dc.date.issued 2018 en
dc.identifier.uri http://hdl.handle.net/2292/45494 en
dc.description.abstract Damage in recent major earthquakes has resulted in engineers' effort on the development of techniques which not only provide life-safety, but also aim to minimise damage so that buildings could be reoccupied quickly with minimal business interruption and repair costs. In this paper, the new developments on the innovative Resilient Slip Friction Joint (RSFJ) technology are introduced which provide an advanced engineering solution for seismic damage avoidance design of structures. Given the significance of the deformation compatibility in the connections of rocking structures to fully satisfy the low-damage design concept, the performance of the RSFJ under in- and out-of-plane rotations has been investigated analytically and experimentally. The results demonstrate the RSFJ rotational flexibility in addition to the main translational deformability, owing to the discs springs providing the chance for the separation and prying of the RSFJ clamped plates without losing the joint integrity. The comparison between the predictions and the test results verifies the accuracy of the model developed. Also, different applications of the RSFJ technology have been presented adoptable for new structures as well as retrofitting of earthquake-prone buildings. en
dc.relation.ispartof 2018 World Conference on Timber Engineering (WCTE2018) en
dc.rights Items in ResearchSpace are protected by copyright, with all rights reserved, unless otherwise indicated. Previously published items are made available in accordance with the copyright policy of the publisher. en
dc.rights.uri https://researchspace.auckland.ac.nz/docs/uoa-docs/rights.htm en
dc.title Rotational performance of Resilient Slip Friction Joint (RSFJ) as a new damage free seismic connection en
dc.type Conference Item en
dc.rights.holder Copyright: The author en
pubs.author-url https://indico.conference4me.psnc.pl/event/171/session/327/contribution/49 en
pubs.finish-date 2018-08-23 en
pubs.start-date 2018-08-20 en
dc.rights.accessrights http://purl.org/eprint/accessRights/RestrictedAccess en
pubs.subtype Conference Paper en
pubs.elements-id 754541 en
pubs.org-id Engineering en
pubs.org-id Civil and Environmental Eng en
pubs.record-created-at-source-date 2018-10-08 en


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